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GENERAL N017ES KEYED NOTES <br />5/13" SMOOTH SAND FLOAT FINISH STUCCO <br />1. EXTERIOR STUCCO TO BE SMOOTH SAND FLOAT STUCCO FINISH, 0 SINGLE FLY ROOFING MEMBRANE OVER MIN. 3,20" 1505OARD <br />TYPICAL. INSULATION - BUILD UP INSULATION AS REQUIRED TO PROVIDE 1/4" <br />MA60NRY WALL SYSTEM - SEE ---------- — CONT. SEALANT MIN. SLOPE TOWARDS ROOF DRAINS - SEE ROOF PLANS <br />STRUCTURAL 2. SEE FLOOR PLAN AND EXTERIOR ELEVATIONS FOR WALL SECTION <br />ALUMINUM COPING WITH HEMED LEADING LOCATIONS. (D CONT. 4" CANT STRIP <br />CONT. ALUMINUM FLASHING EDGE OVER ICE AND WATER SHIELD 3. SEE EXTERIOR ELEVATIONS FOR ALL EXTERIOR FINISHES. (D 1/8" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH <br />WATERPROOF MEMBRANE OVER 1/2" OVER "TYVEK" STUCCO WRAP OVER 1/2" EXTERIOR GRADE <br />EXTERIOR GRADE PLYWOOD SHEATHING 4. ANY WOOD FRAMING IN CONTACT WITH CONCRETE OR CMU TO BE PLYWOOD SHEATHING <br />PRESSURE TREATED WOOD. <br />WOOD CORNER MOLD - HHH le�5 <br />5. SEE STRUCTURAL DRAWINGS FOR ALL STRUCTURAL STEEL BEAMS, 1/&" SMOOTH SAND FLOAT FINISH STUCCO OVER GALV. METAL LATH <br />JOISTS AND ALL CONCRETE REINFORCING. (D <br />(o. CONTRACTOR TO COORDINATE ALL CEILING HEIGHTS WITH G 6" C.M.0 WALL SYSTEM - SEE STRUCTURAL FOR VERTICAL AND <br />STRUCTURAL AND MECHANICAL DRAWINGS -AND NOTIFY ARCHITECT HORIZONTAL REINFORCEMENT <br />WITHANY DISCREPANCIES UPON DISCOVERY. <br />STEEL BAR JOIST - SEE STRUCTURAL <br />LOCK FLASHING 0 <br />STEEL BEAM SEE STRUCTURAL <br />G <br />SEALANT <br />STEEL ANGLE SEE STRUCTURAL <br />(D <br />& " METAL STUDS AT 16 O.Cf TYPICAL) - SEE G CONT. SPRINGLOCK FLASHING BY `FRY REGLET" <br />STRUCTURAL 0 11 METAL STUDS AT III O.C. (TYPICAL) - SEE STRUCTURAL <br />I/a" STUCCO OVER GALV. METAL LATH OVER METAL ROOF DECK - SEE STRUCTURAL <br />1ITYVEK" STUCCO WRAP OVER 1/2" EXTERIOR 0 <br />GRADE PLYWOOD SHEATHING G FOUNDATION SYSTEM - SEE STRUCTURAL <br />GLINE Of PARAPET / WALL BEYOND <br />GEXISTING STEEL BAR JOIST - SEE STRUCTURAL <br />DETAIL G EXISTING STEEL BEAM - SEE STRUCTURAL <br />SCALE: 3" 1'-0" 0 EXISTING METAL ROOF DECK - SEE STRUCTURAL <br />GREMOVE PORTION OF EXISTING METAL ROOF DECK AT STUD <br />PARAPET WALL FACE - SEE STRUCTURAL <br />GREINFORCED CONCRETE SLA5 ON GRADE - SEE STRUCTURAL <br />14 (9 CLEAN, COMPACTED, TERMITE TREATED FILL <br />Iro'-V' Aff. III A.F.F. IL G APPROXIMATE GRADE <br />TOP OF <br />TOP OF PARAPET EXISTING CONCRETE SLAB ON GRADE - -SEE STRUCTURAL <br />PAR (D <br />tft. "a I, ago 41 1/2" EXPANSION JOINT MATERIAL <br />4-1 %a =6 G CONCRETE SIDEWALK - SEE SITE PLAN <br />1& 0 FINISH FLOOR MATERIAL - SEE FINISH SCHEDULES AND SHEET IDI <br />16 <br />4(o G 4" METAL STUDS AT 16" O.C. (TYPICAL) - SEE STRUCTURAL <br />4 ro <br />A <br />10 A G CONTINUOUS BASE - SEE FINISH SCHEDULES AND SHEET IDI <br />10 A (1 2 A& EXISTING FOUNDATION SYSTEM - SEE STRUCTURAL <br />2 <br />LAY -IN ACOUSTICAL CEILING SYSTEM - SEE REFLECTED CEILING <br />131-811 A.F.F. <br />PLAN FOR GRID LAYOUTS AND CEILING HEIGHTS <br />A.F.F. . ........ <br />...... ....... <br />1 x x TOP OF <br />TOP OF I <br />x x f PARA PET 1/2" CD GYPSUM CEILING BOARD - SEE CEILING PLAN AND <br />x x PARAPET -1 1 x x DETAILS <br />1/2" GYPSUM WALL 50ARD <br />(D 1/2" GYPSUM WALL BOARD OVER 3/4" FURRING STRIPS AT iro" O.C. <br />OVER I" RIGID INSULATION - EXTEND INSULATION TO UNDERSIDE Or- <br />------- ROOF DECK_ <br />x x <br />x x EXISTING EXTERIOR CMU WALL SYSTEM - SEE STRUCTURAL <br />xx --------- G <br />12 41 CONCRETE BEAM - SEE STRUCTURAL <br />12 4'1 G <br />V <br />LIGHT FIXTURE - SEE ELECTRICAL <br />SEE DOOR WINDOW SCHEDULE <br />DOOR / WINDOW SYSTEM <br />x x <br />x x <br />x x ROOF DRAIN SYSTEM - SEE ROOF PLANS <br />x x 10'-411 AFF. <br />10'-4" AFF. p. 0 <br />50TTOM OF 50TTOM OF: 6" PVC LEADER SYSTEM FROM ROOF DRAIN TO STORMWATER <br />SOFFIT . ...... .... ... SOFFIT SEE .5 <br />........ SYSTEM ROOF PLAN AND CIVIL DRAWING <br />R-11 BLANKET INSULATION AT SOUND PROOF PARTITIONS <br />4ro SEE FLOOR PLAN <br />lb'-4" Aff. WOOD CROWN MOLD - HHH 10S WITH I x 2 WOOD TRIM <br />TOP OF WINDOI 32 <br />32 am moo 45 OPENING 1/2" EXTERIOR GRADE PLYWOOD SHEATHING <br />2 <br />Sb G ALUMINUM COPING SET CAP FLASHING IN ADHE51VE OVER ICE AND <br />WATER SHIELD WATERPROOF MEMBRANE <br />X_ EXISTING CONCRETE BEAM - SEE STRUCTURAL <br />EXTERIOR ELEVATIONS <br />I -CULTURED" STONE VENEER OVER SCRATCH COAT STUCCO. SEE <br />8" PRECAST LINTEL - SEE STRUCTURAL <br />ORION 0M.01 <br />5/5" SMOOTH SAND FLOAT FINISH STUCCO OVER CMU WALL <br />REINFORCED KNOCK -OUT BLOCK TIE BEAM - SEE STRUCTURAL <br />10 3 5/8" METAL STUD FRAMING WALL AT III O.C. <br />am I KNOCK -OUT BLOCK COURSE - SEE STRUCTURAL <br />AFF. LINE OF: EXISTING METAL ROOF DECK AND NEW ROOF DECK <br />50TTOM OF <br />WINDOW OPENI EXISTING CONCRETE VAULT ROOF / WALL <br />1/2" G.W.5. OVER 2" "Z" CHANNEL FRAMING <br />41 <br />RECESSED PEDIMAT. SEE FINISH SCHEDULES <br />_MU <br />DRILL AND EPDXY (1)05 AT a" O.C. VERT. REINF. INTO EXISTING r <br />WALL WITH 12" MIN. EMBEDMENT. SEE STRUCTURAL <br />.1H NEW CONCRETE SLA5 TO ALIGN WITH EXISTING ADJACENT <br />CONC <br />SEE STRUCTURAL <br />CLIP ANGLE <br />DOWEL CONNECTION BETWEEN NEW SLAB AND EXISTING - SEE <br />7 <br />STRUCTURAL <br />_JH EXISTING CMU WALL SYSTEM - G.C. TO VERIFY IF CMU WALL DOES <br />ro NOT EXIST PROVIDE AS SHOWN <br />32 <br />32 <br />21 <br />2-1 <br />25 <br />25 <br />n 4(o <br />Ilb 23 <br />23 <br />21 <br />21 <br />b= F.F.E. F.F.E. KEY PLAIN <br />- — — — — -- — — J� TOP Of: SLAB <br />I I I . � , , In � I TOP Or- SLAB <br />7 — — — — — — — — - — — — , <br />7 �/,\ <br />7 <br />K�\/\\7/777/ <br />7 <br />A <br />v,7 �7 <br />X <br />v <br />x K <br />7- <br />�x <br />V <br />Z <br />\;�'xx: <br />x/ <br />/_ \/ I <br />V /,x V� \\\/11 <br />V/11 <br /></y/v <br />t <br />x <br />4 <br />4 <br />4 <br />x X/ <br />V\ <br />7 <br />7 <br />N, 77 7 <br />/\"7 <br />�<\/x <br />01 WALL SECTION WALL SECTION 2 <br />SCALE: 3/4" = I'-V SCALE: 3/4" - I'-011 <br />I REVISIONS I BY 1 <br />I <br />5 <br />C\1 <br />CID <br />C\1 <br />C) u <br />E <br />00 <br />E <br />C\I <br />CID <br />CID <br />C\I <br />C� <br />"T <br />C) <br />C) <br />It <br />C <br />(-) <br />.2 <br />LJ <br />Z <br />LI <br />LLJ <br />V) 0 <br />(_5 Lu LL­ <br />0 <br />> <br />LLJ <br />0 M <br />0 <br />F— c,4 <br /><z 0 <br />N <br />cy).— <br />0 woo <br />WO <br />OW <br />:3 <br />_J D <br />M <br />LL_ <br />Date: 06. 12. 12 <br />Scale: AS NOTED <br />Project Mgr: AAY <br />Drawn: AZP <br />I Job: 10-61 1 <br />Sheet <br />H:\Projects\ProjpctI; 2010\1061 - FMC Urgent Care\04-CD\01-CD.A\04-Architectural\A6 - WALL SECTION.dwig, 6/13/2012 2:02:51 PM, Adobe PDF.pc3 <br />